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Rebar Grid Calculator (Imperial Bar Sizes)

US bar size and spacing to counts, total length and pounds.

Also known as rebar spacing · bar spacing grid · mesh spacing

Quick answer

With the default inputs: Length 20 ft · Width 10 ft · Bar size #4 etc.Total rebar length 946 ft

Use your own dimensions ↓

Inputs

ft
ft
%

Result

Total rebar length
946ft
Bars running the length11bars
Bars running the width21bars
Net length per layer430ft
Layers2levels
Net total length860ft
With laps946ft
Unit weight0.668lb/ft
Total weight632lb
Short tons0.316ton
How this is worked out

Bar count is floor(span × 12 ÷ spacing) + 1 - the plus one is the starter bar at the edge and it is the item most often missed. A single layer only controls temperature and shrinkage; structural mats are two-way, two layers, so picking the wrong layer count halves or doubles the order. Lap length in ACI terms depends on bar size (roughly 40 bar diameters in tension before modification factors), and this tool applies your lap as a percentage of total length rather than segment by segment - good for ordering, not a substitute for the placing drawing. Weights are ASTM nominal; do not mix them with metric bar weights.

Next up: Rebar Weight Calculator · Rebar Anchorage Length Calculator

Formula

count = floor(span(ft) × 12 ÷ spacing(in)) + 1the +1 is the edge bar
net length = Σ(count × span) for both directions
total = net × layers × (1 + lap%)
weight = total × unit weight#3 0.376 / #4 0.668 / #5 1.043 / #6 1.502 lb/ft
A 20 ft x 10 ft slab with #4 at 12 in o.c., two layers, 10% laps: 10 × 12 / 12 + 1 = 11 bars one way and 20 × 12 / 12 + 1 = 21 the other, so 11 × 20 + 21 × 10 = 430 ft per layer. Two layers is 860 ft, 946 ft with laps, times 0.668 = 632 lb, about 0.32 short tons.

How to work it out

  1. Fix the bar size and spacing: #4 @ 12 in o.c. reads as number 4 bars at 12 in on centre.
  2. Count = floor(span in the run direction × 12 ÷ spacing) + 1, worked out for both directions.
  3. Multiply each direction's count by its span and add, giving the net length per layer.
  4. Multiply by layers - a single layer only controls temperature and shrinkage, structural mats are two-way two-layer.
  5. Add laps (10-15% for ordering) and multiply by that bar size's nominal unit weight for pounds.

Where it goes wrong

Material and cost

Rebar is sold in 20 ft and 40 ft stock lengths, or cut and bent to order. Prices track steel and move a lot: #4 commonly runs USD 0.9-1.4 per foot and #5 about USD 1.4-2.0 per foot in 2026, varying widely by region, with bulk weight pricing around USD 900-1200 per ton. Add tie wire, chairs at 0.3-0.6 each, and tying labour, which on residential work often matches the material cost.

On site

Basis

FAQ

What size is #4 rebar?
Bar size times 1/8 in gives nominal diameter, so #4 is 4/8 = 1/2 in (12.7 mm), #3 is 3/8 in, #5 is 5/8 in and #6 is 3/4 in. That rule is nominal - actual rolled size varies slightly - so use nominal unit weight for quantities. Metric equivalents: #4 is close to 12 mm, #5 to 16 mm, #6 to 20 mm.
Why is there a plus one on the bar count?
Because spacing measures centre to centre, and both edges need a bar. Over 10 ft at 12 in: bars fall at 0, 1, 2 ... 10 ft, which is 11 bars, not 10. On a large slab that one bar is lost in the rounding, but on a 3 ft wide strip footing missing it is 25% short.
What lap percentage should I use?
For ordering, 10 to 15% of total length is the usual allowance. Proper calculation runs bar size, concrete strength, whether it is in tension, cover and spacing factors, and typically lands between 30 and 50 bar diameters. Also note more laps is not better - where more than 50% of bars are spliced at one section, lap length must increase.

Cite this page

Use this format in reports, method statements or coursework. The link is permanent.

Building Calculator. Rebar Grid Calculator (Imperial Bar Sizes). 2026-10-25. https://jianzhujisuan.com/en/rebar-grid

Results are estimating aids only and are not a design basis. Construction and final accounts must follow the drawings, the applicable standards and an approved method statement. Anything affecting structural safety, shoring or falsework must be checked by a suitably qualified engineer.